Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date14 Aug 2024
Closing Date22 Aug 2024
Tender Amount₹ 2,70,87,574
Costs
EMD
₹ 2,71,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135970_8Bid Award Id
ViewTender No
06/2024-25 1st call BridgeTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lift and lead as per Technical Specification Clause 302.3
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CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
1040.85
63283
60.8
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
531.33
32304
60.8
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
1040.85
60733
58.35
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
531.33
31003
58.35
Construction of embankment with approved material obtained from borrow pits with all lift transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per technical Specification Clause 301.5
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-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
292.92
111560
380.85
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
871.69
331983
380.85
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
270
7587
28.1
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
90
2529
28.1
Construction of Subgrade Layer with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead as per Technical Specification Clause 303.1.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
750.96
227953
303.55
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
279.12
84726
303.55
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
202.48
191930
947.9
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
103.25
98392
952.95
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
176.15
420839
2389.1
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
84.13
203148
2414.7
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
144.47
303668
2101.95
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
53.13
113366
2133.75
Construction of Earthen Shoulders as per Technical Specification Clause 407.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
89.13
27055
303.55
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
29.13
8842
303.55
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
1068.75
56804
53.15
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
468.75
24914
53.15
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg / sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
1068.75
19077
17.85
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
468.75
8367
17.85
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
1068.75
149945
140.3
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
468.75
66117
141.05
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (Using Waste Plastic)
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CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
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-
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
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-
Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
1068.75
58514
54.75
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
468.75
25734
54.9
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
3.49
5404
1548.5
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
24.42
38433
1573.85
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
1.52
3532
2324.05
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
10.62
24681
2324.05
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
40
218228
5455.7
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
99
542911
5483.95
Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
1
14907
14907.35
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
1
14907
14907.35
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
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CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
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-
900 mm equilatral and triangle
2
16700
8350
600 mm equilatral and triangle
2
7694
3847
Warning Board [ 0.600 x 0.800 ]
4
39152
9788
Hazard Marker
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-
-
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
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-
-
900 mm equilatral and triangle
2
16700
8350
600 mm equilatral and triangle
2
7694
3847
Warning Board [ 0.600 x 0.800 ]
2
19576
9788
Hazard Marker
2
19576
9788
Sign Board of PMGSY Project Information : Providing and fixing of typical retro reflectivePMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
1
27147
27147.8
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
2
48213
24106.7
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
2
48213
24106.7
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead as per Technical Specification Clause 202
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-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
122.5
92848
757.95
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
108.38
82146
757.95
(C) Reinforced Cement Concrete
35.06
47262
1348.05
Removing all types of Hume pipes and stacking within all lead including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
37.5
13085
348.95
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1101.(600 MM)
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
10
27330
2733
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
10
27330
2733
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
Ordinary Soil
422.17
226979
537.65
Ordinary Rock Not Required Blasting
145.36
97689
672.05
Ordinary Rock Required Blasting
96.22
100222
1041.6
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
Ordinary Soil
394.4
212049
537.65
Ordinary Rock Not Required Blasting
461.86
310393
672.05
Ordinary Rock Required Blasting
83.18
86640
1041.6
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
For Abutment
120
24120
201
For Pier
240
53520
223
For Return
120
24120
201
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
For Abutment
80
16080
201
For Pier
216
48168
223
For Return
80
16080
201
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
38.8
213842
5511.4
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
36.54
202237
5534.7
Granular Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
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-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
424.54
667270
1571.75
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
67.08
372569
5554.25
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
116.72
650655
5574.5
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 120
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
251.5
1379389
5484.65
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301
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-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
310.75
1748714
5627.4
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
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-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
37.71
172132
4564.65
Providing reinforced cement concrete M-25 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
41.18
270237
6562.35
Providing reinforced cement concrete M-25 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
178.28
1216894
6825.8
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
571.85
3916972
6849.65
Providing and laying R.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
300.21
2116463
7049.85
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
36.59
258828
7073.75
Providing weepholes in plain concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(v) :20(h) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
119
21788
183.1
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
90
16479
183.1
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
86.63
747053
8623.5
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
178.81
1546304
8647.75
Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
11.81
141808
12004.95
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
16.88
203052
12029.15
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
18.72
1178451
62961.85
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
9.28
584403
62974.55
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
6.93
449512
64864.75
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
13.89
901147
64877.45
Providing tar paper between cutoff & raft including laying in proper position etc. complete.
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
16.5
1633
99
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
25.5
2524
99
Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
18.97
20606
1086
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
43.1
46804
1086
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
63.2
110423
1747.2
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
97.15
173658
1787.55
Providing and fabricating structural steel work for Sakav Decking in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
1.22
94431
77402.55
Manufacuturing with QAP & fabrication of KT weir needle gates - straight type size 2.15 x 0.50 m - 94 Kg. waight as per relevant Indian standards with all material, mild steel confirming to IS 2062 , Rubber seal confirming to IS 4623 & welding electrodes AWS E6013 for general weld joints. It includes all meterials, Labour charges, machinery charges, 1 km lead charges of transportation , loading and unloading charges of Gate parts at site, Inspection & quality control charges, sand blasting , Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 + /-5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150 +/-5 micron per coat as per IS 14177.
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-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
4.92
363770
73937
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
59.3
150547
2538.75
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
88.84
214348
2412.75
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
71.69
110860
1546.35
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
-
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
189.21
345582
1826.45
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
115.78
181977
1571.75
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border.
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
0.75
5733
7644
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
0.75
5733
7644
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
120
43920
366
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
40
14640
366
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof.
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
50
41100
822
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
50
41100
822
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
80
392960
4912
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
60
294720
4912
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
-
-
-
CONSTRUCTION OF BRIDGE AT KM 0/410 ON SH-267 KASARKHEDA MADNA ROAD
108
71928
666
CONSTRUCTION OF BRIDGE AT KM 1/870ON SH-267 KASARKHEDA MADNA ROAD
36
23976
666
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